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HomeMy WebLinkAboutSOFFIT PAPERWORKI� SOFFIT - 12. 7CRI�'LE FIJI�LC)®`VENT'C(l (NCi. 063�) yV"SINGLE SPANS INST1,4t 'TTON'A:NC1110RA.GE DE TMLS GENERAL NOTES' ' 1. THISPkODUCTHASBEEhTESTEDRNDDESIGNEDT000h1PLYWITH HE., CURR;O' EDITION OF FLQRIDA BUELDINGCODE-.BUILDING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH YELQCITY HURRICANE ZONE MVHZ}SAT THE DESIGN PRESSURES SHOW ON SHEET 1,.TH.ESE P.RODUOT5 V.EF;E TESTED TO ASTME33G-% STRUCTURACTEST RESULTS BASED ON ASTM E330F14 WERE DIVIDED BY 1.5 AS REQUIRED BY THE BUILDING CODE; - 2. DESIGN'.PRESSURE {OP)PATINGS SHOWN ONTHISSHEEFAREBASED ,ON10' EAVE.4YIDTHS-IN SINGI.E tPANS, SPAN.WIDTHS AT 10% 12",14' AND 16:-:ARE. SHOVVN'ON SHEET 2; 3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UP.ONTFSTING PERFORMED AT MOLI610 ARCHD`ECTLIRALPRODJCT TESTING,,11410.E.DEN ' ROAD YORK,-PA 1740. 4. ADEQUACYQFEEXISTNGSTRUCTURALCONCRETEeMASONRYAND WOOD;FRAMINflGOMPRf9NG,I EATTACHMENTSUBSTRATEFORTNE' SOFFIT,SHALL 9E OETEF',1}NED TO BE CAPAOLE OF WITHSTANDING AND TRANSFERRING APPLIEDPRODUCT LOADS,TO THAT STRUCTURE AND IS THE FESPONS&LITY OF THE. RCHITECT OR ENGNEER OF RECORD fORTHE PROJECT.,.;. 6. OVERHANGS RECEIVING 60EFITSHALL" BE CHECKED FOR STRUCTURAL ADEQUACY, DAMAGE, -CRACKS OR DEFECTS THAT MAYsPRECLUDE'THE SOFFIT FROM PERFORMI9G ITS,INTENDED FUNCTIONS. SUCH DEFECTS • SHALL BEtLIMINATED POOR TO;SOFFIT INSmt.K ION. 6. INSTALLATION OF SOFFITAND ACCESSORIES ;SUCH,ASCOF.NER POSTS, STARTER STPJPS, AND TRIM AROUND OPENWGS'5HALLBE DONE IW.. ACCORDANCE -WITH THECURRENT EDITION OF THE FLORIDA BUILDING CODE -BUILDING AND'RESIDENTIAL; VOLUMES AND THE MANUFACTOER'S' INSTRUCTIONS - 7. SITE CONDITIONS;THAT CEVIATE FROM,THE:DETAILS OF THIS DRAWING REQUIRE FURTHER ENGNEERING"EVALUA7IQN SY ALICENSEE) ENGINEER OR: REGISTEREDARCHITECT 8 SOFFIT, SHALL BE LABELED IN ACCORDANCE WITH THE CURRENT EAI'(ION OF THE FLORID4*ILDING CODE. SOFFITNETFREE'AREAN�ACCORDANCE.WITH,THEQURRENTEDITIONOF THE FLORIDA. BUILDING CODE ARE SHOWN.IN'THE APPROVED SOFFIT SCHEDULE ONSHEET 1. 10 MATERIALS W.I. KAYCAN BUILDING PRODUCTS VINYL SOFFIT AND TRIM IS MANUFACTURED FR31M A EORMULATED:PVC POWDER COMPOUND h1EE71NGTHEtSPECFICA'TIONSOFASTM03679 , 102 KAYCAN BUILDING K60UCTO ALUMINUM TRIM IS MANUFACTURED FROM m IIMRJt1M ALLOY W" ASTM Eb TESTED TENSILE STRENGTH OF 21 KSI DE510N-PRESSURE (PSF) RATING AT I0" SPAN (NOTE 2) VIEdYL'SOFFIT SEREES INSTALLATION METHOD (SEE NOfE 2) DESIGN PRESSURE (PSF) (SEE NOTE I) NET FREE AREA (SQ. IN.ILINEAL FT.) NET FREE AREA (SQ. INJSQ. FT.) . FASCIA % J-CHANNEL FASCIA % F—CHANNEL +65.7/-66:7 4.18 4.18 12' TRIPLE.4 FULL-0—VENT EGO -, J—CHANNEL / J—CHANNEL. ". - ,F6g;7/_66.7 SJ8 4.18 N0. 0633:. VENTED SOFFIT ` ` "F CHANNEL / F CHANNEL , NOT IE I DESIGN PRESSURE RATINGS -SHOWN ABOVE SHALL 8E.COMPARED TO; LOADING BASED ON Vaad BASIC WIND SPEEDS, THUS PROJECT DESIGN "PRESSURES�AS'DETERMINED, FROM ASCE.7-10 BASED ON Vuli BASIC WINO SPEEDS ARE PERMITTED TO BE MULTIPLIED BY 0.6 PER THE CURRENT;EDRI,ON,OF THE„-FLORIDA BUILDING CODE FOR COMPARISON TO. THE DESIGN PRESSURE RATINGS ABOVE. DESIGN PRESSURES AT. i6 12 ak"AND -16". SEE SHEETS,3 AND 4 FOR SINGLE SPAN INSTALLATIONS FOR NOTE 2 SEE'SHEET: 2�,FOR , TRUS5%WOOD FRAMING.CANTIMO ANO OVERHANG � EAVE CONSTRUCTION. SEE, SHEET. 5 FOR CONNECTION .DETAILS. .VINYL;.SOFFIT AN©TRIM,,SCHEDUL" E YINYLSO%F,17 J•CHANINEL F-CHANNEL FASCIA T2":TRIPLE;4 12' J=CHANNEL 1/2" F-CHANNEL'' 4""FASCIA FULL''-;—V 0ENT: ECO VINYL VWYL' ALUMINUM NO. 0639 VENTED NO, 1100 N0, 1178 NO. '4700 SOFFIT TABLE OF CONTENT DESCRIPTION GENERAL NOTES. PERFORMANCE RATINGS,. SOFFIT SCHEDULE PET INSTALLATION NOTES AND DP RATINGS AT VARIOUSSPANS INSTALLATION DETAILS; CANTILEVER CONSTRUCTION , 4 INSTALLATION DETAILS, OVERHANG CONSTRUCTION 5 INSTALLATION DETAILS A THROUGH F " 6. - SOFM PROFILE - CHANNEL AND FA5CIA PROFILES / SOM ' 7 U Robert J.Am=90, P.E. Ronda P.E. N. 49762 V Digitally signed by a# ,6t!184d Robert) Dyck ��'+�i �5V'.�6= 1na Amoruso i (y}j�,-��x 'A ETA ET OF Date. 2017127,0i3`, Nn,6t,. 10:52:19 '-05,00, F DP R.ATINGS AT VA,kIO .S SPANS INSTALLATION NOTES: t EAVE WIDTHS (SPANS) 1,i. THE INSTALL.tTION'CR05S'SECTIONS•SHOWN ON SHEETS 3 AND 4 DEPICT. SINGLE SPANS FOREAVECONSTRUCTION OFTRUSSIWOOD FRAMING IN ErmERCANTIAVER:OROVERHANG 60NFIGURATION$ HOWEVER TH(S,DOES, NOT 6IMITSC Ff(T INSTALLATION TO THESE CONFIGURATIONS ONLY AS LONG AS MINIMUM #ASTENER REQUIREMENTS AND SPAN LIMITS ARE MAINTAINED. 1.2. SEETABLE 047HIS,`SHEET FOR SPANS OF 10 12"., 14" AND 16 2. INSTALLATION FKUENERS 2.1. FASTENERS HALL BE THE TYPE, SIZE•.EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE, SEE FASTENER SCHEDULE TABLE ON TK3'SHEET. " 2.2.. MINIMUM EUEEDMEN EXCLUDE WALL.FINISHES (INCLUDIN,G BUT NOT LIMITED TO STUCCO, FOAM; BRICK VEkt R AND SIDING). EDGE DISTANCES. SHALL' §wH TO.PREVENTIVE CRACKING OF SUBSTRATE MATERIAL. 2.3. FASTENER LENGTHS SHOWN.INTHE INSTALLATION I]ETAILS DO NOT TAKE INTO AOCOUtr WALL FINISHES. WALL FINISH THICKNESS SHALL BE'ADDED TO THEREQUIRED FASTENER.LENGTHS. SEE'FASTENER SCHEDULETABLE�6N THIS SHEET :. 3. 2X2 NWWAL BA'FIEN INSTALLATION TO SUPPORTING SUBSTRATE STRUCTURE IS THE RESPONSIBRITY OF THE ENGINEER OR ARQHITECTOF RECORD. , 4. ALL FASTENERS S=IALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESSTANT MATERIALS COMPATIBLE WITH THE'SUBSTRATE MATERIALS: S. SEEINSTALLATIO N MOE)NTING DETAILS AND ILLUSTRATIVE INSTALLATIONS ON SHEET53, 4 ANDS. FA3TEN..ER $CHEDULE_, ,1,_ �%S7EliERCESCAPTNfit...... Gu031RnTt` MR7. mium1ENY, 'EUSL WSTMCE, -0.097 'DIAMETER t "CONCRETE`. OR - ,gip. ;1 4• 1-1/2";T-NAIL -,MASONRY. "p.672 DIAMETER X WOOD 1-3/4" 1/4' %1-3/4'.: TRIM, NAT 16 GA X, 7/1'6` W€OTH CROWN STAPLE 1-" NIN., WCOD 7/8" " 1/4" LENGTH #8 x,. 3 "I HOOD SSRM OR,Qe x'3"'FH'TAFPING WOOD "SCREW... . •'3/16 ITWFTAPCOt CONCRETE` CONCRETESCRE'I OR`MASONRY ' NDTE EMBEQMENT BASED-.QN. NOMINAL'LENGTH.'OF FASTENER' THR1OUGH SOFFIT,�, OR CHANNEL INTO. SUPPORTING•,SUBSTRATE' W/O. WALL FINISHES ",WHERE WAL FINISHES ARE PRESENT; THE,FASTENER LENGTH WILL -'BE INCREASED JS REOUIRED=TO'MAINTNN EMBEDMENT'DEPTH.INTO SUP,PORT"INO-SU8STRsTE`-' ' IONS QES•IGN PRESS(j4E.(PSF) AT VARIOUS SINGLE SPAN LENGTHS 12•` TRIPLE'4 Ft1L1=4 VENT, ECb / NO.0639 VENTED SOFFIT Single Span Length H V fWSTAdATI6kpgAmS A TKU F (SHEETS) Positive Negative 10 ALL 66.7 -66.7 12 ALL 55.6 -55.6 . 14 ALL 47.6 -47.6 16 ALL 413 1 -41.7 Robert J. Amonuo, P.E. FlNfAaP.E.-w.40752 Digitally signed by Robert J r 10:52,30 p-05'00' SEE DETAIL EAVE CR,Q$S,-',SECT10N, OX-r-Q-TANNEL -F-0ANNEL@,WALL, FASCIA TF SCIAF_1qD SPAN ,EAVE WIDTH (ROOF EAVE CONSTRUCTION SPAN "C SOFFIT-z -PL- SEE DETAIL "D"--">" SEE DETAIL "C'Z L E, , AVE CROSS-SECTION S1N_QLk­. J .f .CHA NEL 'WALL AND FASCIA END EAVE WIDTH (ROOF OVERHANG) SEE, DETAIL "A' SEE DETAIL 7C­ EAVE ;.C.90S8;-SEC-T-10N SI�VGbE ;SPAN L J-CHANNEL@ WaL, FASCIA.@ FASCIA END. NOTE 1 MINIMUM SPRUCE-'PINE-FfR FRAMING @ 24!' O.C. OR CONCRETE/MASONRY. BUILDING CODE'REQUIREMENTS -FOR SUBSTRATE MATERIAL MUST BE MET. CMU OR WOOD (NOTE 1) Amom., RE P.F—No.40762 P, Digitally signed by Rcibert J 10:52:39 r+- --SPAN "�L, CONCRETE, CMU -OR" WOOD 1) SO FFIT '' `-Z SOFFIT (NOTE IL E DETAIL J SEE DETAIL SEED F SEE 'DETAIL A SEE, DETAIL 8" EAVE,CI OSS=SECTI(l I . , SAVE CROSS-SECTIGN S-1NGL)KSPAN W/ 'CHANNEL SiNGIIE:"SPAN'/J-CIIANNELS F=f.HANNEL (,WALL; FASCIA Q,,FAS. ,4 ENO J-CHANNM., @. rA_1,I. ANQ FASC IA MO .: '.: SPAN:..: •� ,�� - ;SPAN "L" EAVE , WIDTH (ROOF + 'OVERHANG) , ' CONCRETE, OR,q WOOD" SQFFIT—� (NOTE 1) SF "B"—Z SEE DETAIL' SEE DETAIL . "E" SEE: DETAIL ' F" SEE DETAIL EAVE CRASS=SECTION ..- EAVE CkOSS-SECTION SIVGLI -W/J CHANNEL SINGLE, SPAN W/F-CRANNEL ,SPAN J CI[ 4y, NGL r?'".WALL FASCIA C� FASCIA ENA' F CHANNEL Q WALE, J-CHANNEI, Qa FASCIA PND SEE SHEET;-2 FOR- INSTALLATION. NOTES, FASTENER,,SCI-IELIULE AND DESIGN PI PERFORMANCE RATING TABLES SEE �S]FIIEET 5 OR DETAILS A. % E & F. NOTE 1 MINIMUM-, SPRUCE PINE FIR, .FRAMING C? 24' 0,, . OR CONCRETE/MASONRY. BUILDJNG ,.WDE .REWIREM'ENTS FOR 'SUBSTRATE MATERIAL .MUST BE MET. in EAVE WIDTH 4 (ROOF OVERHANG) CMU OR WOOD (NOTE 1) MMA P E. Na.497S2' Digitally signed by ,}e ,,w a 41.E Robert J yG rkdti.?:pc. =IAmoruso �A SiAk� p( A Date � `^r 10:52"50'` 0s,00' MA , L DETAIL B F-CHANNEL, STAPLES INST 0 24' D.C. FR ODD FRAMING M7 DETAIL C 2X2 V160 . 0 BATTEN@ 1-CHANNEL ..,INSTALEAlION SCREW, BA ACH11E.T FASTENER $PACED 24' MAX. D.C. TAPLES INSTALLED O.C;. mm SMAWMEL) SiILNO`T 'ORML,O, STAPLES INSTALLED 11/81. MAX 12* OC.14AX: (IN! WOOD) IN d-CtMNI $LOT OR T-NAIL 12' O.C. CONCR CONCRETE. cmu OR' DETAIL D DF,,TAWOODIL.-E' (NOTE 1) :CHANNEL,. FASCM NOTE 1:.*MINIMUM SPRUCE-PINE-Fl FRAMING Q -24" o.c. OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS FOR 'SUBSTRATEMATERIAL. MUST BE MET. 1/8" MAX. -*- DETAIL F J.rCHAN,NEL FASCIA WOOD BATTEN APLES INSTALLED' AM'. - fs x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24' MAX. O.C. �d - ' Digitaltysigned 1p A byRobert J Amoruso Date: .9 0to p Ln 'J (� O -c CL '�tlllll. NO t_�G m a w m - O I c e c� cj� 0 � N -71 Fq n 0 KAAYYCAN L 1 MEMORIAL DRIVE RICHFORO VT 65476 NO, MVINYL SOFFIT INSTALLATION - SOFFIT PROFILE ORnYfN6Yl : RJA Armo'A,P.r` SCALE: erewrw�ero<s¢wonep.w:.. td.T:S. ro.ea ., nonaii.esatra A PRQJECT #417-0614 63t20/17 3k0: q UPOATE:O C1/RfiENT 1t1271 KAY0013 EOI"tiON OF'fHE F9G 6 OF 7 aEv ° asn 0, T18 0546 f .499 0,042 .54!:d 1/2" J—CHANNEL/TRIM VINYL (No. 1100) -BILL°OF'NIATERIALS. b85eRiPTION". MATERIAL: FIT SE: SqHEPY�11E,'ON - PHit�,' I AND *�Ms�� ON VINYL (SEE NOTE JO ON SHEET I),' 77 —2" d 'F-�OHANNEL StE,4!DRAy(!NG:,:ON;. SH(Et, 6 SHEET'o FASCIA 7 Se""DRAWING 9�� . , I I lll'� — ALUMINUM 'S NOTE, 10"M HEErJ) 51. 0 097"! DjW[TER:-x2:'l" /2' . �'-NA', FOR CONCRETE: AND:. 'T L m;�iONRY-'SIJ9STRkTES."1 STEEL O� 0 72, �* DIAMETER X, 1-3/4' TRIM,NAIL STEEL 7 LENGTH, -STEEL 8 FH,WOOD.SCREW,:OR,'#B x' 3','_FH.,TAPPIN% SCRVf..'QSEVM AnAclj:.BATTEW�To -WOOD STRU STEEL. 'EMBEDMENT,. ITW w T'PCON 'CDN�R SP�EWMIN. 1" '�E STEEL NOVINAL, W600 6MLM so"- 0.42 MIIN, 7 WOOD. 9 Robert I FI.M. 0 17.12.08 9 _0516